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SPECIAL PROVISIONS <br /> SP 16 SIDEWALK WALL <br /> This work will consist of the construction of a SIDEWALK WALL at the areas and to the grades <br /> shown in the plans and details. This work shall be in accordance with the applicable portions of Cit <br /> p pp p Y <br /> Standard#1030 and Section 503 and 508 of the IDOT Standard Specifications. <br /> Basis of Payment: All labor and materials necessary to comply with this special provision <br /> will be paid for at the contract unit price per FOOT for SIDEWALK WALL and no additional <br /> ' compensation shall be provided. <br /> ' SP 17 AGGREGATE BASE COURSE SPECIAL <br /> This work will consist of the construction of a compacted CA-6 base course at the locations, <br /> thickness and grades shown in the plans and details. This work shall be in accordance with the <br /> applicable portions of Section 351 of the IDOT Standard Specifications. <br /> Basis of Payment: All labor and materials necessary to comply with this special provision <br /> will be paid for at the contract unit price per TON for AGGREGATE BASE COURSE SPECIAL <br /> and no additional compensation shall be provided. <br /> SP-18 CONNECTION TO EXISTING STRUCTURE <br /> Description: This work will consist of providing all labor, equipment, tools, materials, <br /> transportation, services, and technical competence required to connect a proposed sewer to an <br /> existing structure as detailed on the plans or notified by the Engineer. The existing structure shall <br /> ' be cut as necessary to fit the proposed pipe, any annular space between the structure and pipe shall <br /> be filled with a non-shrink grout. Larger voids shall be bricked and motored with a solid block. <br /> ' Basis of Payment: This work will be paid for at the contract unit price per EACH for <br /> CONNECTION TO EXISTING STRUCTURE which shall be payment in full for performing the <br /> work as described herein. <br /> SP-19 PLUG EXISTING STORM SEWER <br /> ' Description: This work will consist of providing all labor, equipment, tools, materials, <br /> transportation, services, and technical competence required to remove an existing inlet or catch <br /> basin as identified on the plans. The upstream and downstream ends on the lead shall be brick and <br /> ' motored with a non-shrink grout. Block shall be a solid block type and a minimum of two rows <br /> thick. Mechanical plugs will be allowed with the approval of the Engineer. <br /> Method of Measurement: This work will be paid for at the contract unit price per EACH for the <br /> plugging of both the upstream and downstream sewer lead location. <br /> ' Basis of Payment: This work will be paid for at the contract unit price per EACH for <br /> PLUG EXISTING STORM SEWER which shall be payment in full for performing the workas <br /> described herein. <br /> END OF SPECIAL PROVISIONS <br /> 10 <br />